基金项目：湖南省自然科学基金项目(02JJY3058)
作者简介：李立峰(1971),男,湖南沅江人,副教授,工学博士,E-mail:hdllf@21cn.com.
作者单位：李立峰（湖南大学,土木工程学院,湖南,长沙,410082）
邵旭东（湖南大学,土木工程学院,湖南,长沙,410082）
易伟建（湖南大学,土木工程学院,湖南,长沙,410082）
张欣（湖南大学,土木工程学院,湖南,长沙,410082）
参考文献：
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[6]邵旭东,成尚锋,李立峰.钢管混凝土拱肋节段模型试验[J].长安大学学报:自然科学版,2003,23(4):34-37.SHAO Xu-dong,CHENG Shang-feng,LI Li-feng.Model Test of Concrete-filled Steel Tube Arch Rib Segment[J].Journal of Chang'an University:Natural Science Edition,2003,23 (4):34-37.
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[12]王钧利,贺拴海.高墩大跨径弯桥在悬臂施工阶段刚构的非线性稳定分析[J].交通运输工程学报,2006,6(2):30-34.WANG Jun-li,HE Shuan-hai.Nonlinear Stability Analysis of Long-span Curve Bridge with High Piers During Cantilever Construction[J].Journal of Traffic and Transportation Engineering,2006,6 (2):30-34.
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